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OLD MIDDLEBURG RD over WILLIS BRANCH

Map

Coordinates:
+30.28472, -81.76750
30°17'05" N, 81°46'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:OLD MIDDLEBURG RD over WILLIS BRANCH
Structure number:720289
Location:200' N OF HYDE GROVE AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:11.2 ft. [3.4 m]
Total length:22.3 ft. [6.8 m]
Skew angle:16°
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,700 [as of 2015]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:86.4 tons [78.5 metric tons]
Inventory rating:51.8 tons [47.1 metric tons]
Sufficiency rating:84.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
July 201684.0Good7 out of 10-8700
July 201484.5Good7 out of 10-8600
July 201284.7Good7 out of 10-6201
July 201084.7Good7 out of 10-6201
July 200883.9Good7 out of 10-6201
July 200683.9Good7 out of 10-6201
July 200483.9Good7 out of 10-6201
July 200283.9Good7 out of 10-6201
July 200083.9Fair6 out of 10-6201
July 199882.9Fair6 out of 10-6201
July 199682.9Good7 out of 10-6201
October 199482.9Fair6 out of 10-6201
October 199270.3Fair5 out of 10-6201
October 199070.3Fair5 out of 10-6201